Tenders Are Invited For Elm - Access Road To Agricultural Land - Stage Iii, Plots 151, 154, 155/1, 156/1, 157/1, 158/1, 159/1, 160/1, 161/1 Am-1 Rev. Elm (From The Sewage Treatment Plant Towards Plot No. 172Am-1, Elm Ed.)

The Scope Of Planned Construction Works Includes:1. Preparatory Works - Measurement Works For Linear Earthworks - Road Route In Plain Terrain; As-Built Surveying Inventory;2. Demolition Works: A) Demolition Of Road Elements - Mechanical Demolition Of Concrete Sleepers Cm With Removal From The Construction Site, Development And Disposal At Own Expense); B) Felling Of Trees - Mechanical Grubbing Up Of Medium Density Groves; Cutting Down Trees With A Chainsaw; Mechanical Grubbing Up; Transporting Logs Up To 2 Km Away; Planting Slopes And The Top Of Embankments; Forming And Compacting Embankments;3. Earthworks: A) Roadway - Mechanical Construction Of A Trough Over The Entire Width Of The Road And Sidewalks In The Ground, 64 Cm Deep; B) Entrances To The Property - Construction Of A Trough On Road Widenings In The Ground - 59 Cm Trough Depth; C) Soil Removal - Removal Of Excavated Soil With Mechanical Loading And Unloading In A Self-Unloading Vehicle, Up To A Distance Of 20 Km; Removal, Management And Disposal At Your Own Expense;D) Bed Profiling - Mechanical Profiling And Compaction Of The Subsoil For The Construction Layers Of The Surface In The Ground - Road And Property Entrances;4. Stabilization: A) Grading With Loose Material - Drainage Layer Under The Stabilization Layer Of Natural Aggregate 0/16 Gr. 15Cm; Cement And Sand Stabilization (Base Thickness After Compaction 20 Cm);5. Base: A) Roadway: - Crushed Aggregate Base - Bottom Layer, 20 Cm Thick After Compaction; Compaction Of The Subgrade With Self-Propelled Vibrating Rollers; Sprinkling The Road Surface With Asphalt; B) Entrances To The Property: - Crushed Aggregate Base - Upper Layer, 20 Cm Thick After Compaction; - Compaction Of The Base With Self-Propelled Vibrating Rollers;6. Surfaces: A) Roadway + Exits - Surfaces Made Of Mineral-Bituminous Mixtures (Binding Layer 5 Cm Thick, Paver Capacity 200 T/Day); Sprinkling The Road Surface With Asphalt; Surfaces Made Of Mineral-Bituminous Mixtures (Wearing Layer 4 Cm Thick, Paver Capacity 200 T/Day);7. Roadside - Crushed Stone Surface (Top Layer Of Crushed Stone: Thickness After Compaction: 10 Cm).